Regarding the work of demolishing and filling in soak pits and dilapidated water tanks located at various sites in the Lambha Ward of the South Zone.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 13-10-2026 up to 17.00 hours

(5) Date of e-Tender (Price Bid) Opening : To be intimated after technical bid evaluation

AUTHORITY ENGINEER

DEPUTY MUNICIPAL COMMISSIONER ADDITIONAL CITY ENGINEER

SOUTH ZONE SOUTH ZONE

AHMEDABAD MUNICIPAL CORPORATION AHMEDABAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG OPP. MANINAGAR FIRE STATION, RAMBAG

AHMEDABAD – 380008 AHMEDABAD –

AHMEDABAD MUNICIPAL CORPORATION

Name of work :- Regarding the work of demolishing and filling in soak pits and dilapidated water tanks located at

various sites in the Lambha Ward of the South Zone.

I. No. Items Qty Unit Amount (Rs.)

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

1 50 Meter lead. (A) Loose or soft soil (Based on R & B Ahmedabad 50.00 Cu.m 115.92

City SOR 2023-24 Chapter-4 Item Code 04001A, Item No.0, Page

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

2 50 Meter lead. (B) Dense or Hard soil (Based on R & B Ahmedabad 10.00 Cu.m 148.19

City SOR 2023-24 Chapter-4 Item Code 04001B, Item No.0, Page

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

3 excavated stuff upto 50 Meter lead. (A) Loose or soft soil (Based on 10.00 Cu.m 128.52

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code

04002A,Item No.0, Page No.46)

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

4 excavated stuff upto 50 Meter lead. (B) Dense or Hard soil (Based on 10.00 Cu.m 160.77

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04002B,

Item No.0, Page No.46)

Excavation for foundation for depth from 3.0 m to 5.0 m including

sortig out and stacking of useful materials and disposing off the

5 excavated stuff upto 50 Meter lead. (A) Loose or soft soil (Based on 10.00 Cu.m 141.11

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04003A,

Item No.0, Page No.47)

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the

6 excavated stuff upto 50 Meter lead.(B) Dense or Hard soil (Based on 10.00 Cu.m 172.50

R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04003B,

Item No.0, Page No.47)

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful material sand

7 disposing of the excavated stuff upto 50 m lead.(A) Loose or soft soil 5.00 Cu.m 20.91

(Based on R & B Ahmedabad City SOR 2023-24 Chapter-4 Item

Code 04004A,Item No.0, Page No.47)

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful material sand

8 disposing off the excavated stuff upto 50 m lead .(B) Denseor Hard 5.00 Cu.m 20.91

soil (Based on R & B Ahmedabad City SOR 2023-24 Chapter-4 Item

Code 04004B,Item No.0, Page No.47)

Earth Work (Executed With Manual Labour)

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil (R & B Ahmedabad City SOR

2023-24 Chapter-4 Item Code 04B001A, Item No.0, Page No.50)

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

10 excavated stuff upto 50 Meter lead.(A) Loose or soft soil (R & B 10.00 Cu.m 222.72

Ahmedabad City SOR 2023-24 Chapter-4 Item Code, 04B002A, Item

No.0, Page No.50)

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the

11 excavated stuff upto 50 Meter lead.(A) Loose or soft soil (R & B 5.00 Cu.m 243.62

Ahmedabad City SOR 2023-24 Chapter-4 Item Code 04B003A, Item

No.0, Page No.51)

Excavation Work

Excavation for pipe line trenches for water supply, sewerage lne,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using siterails and

12 stacking excavated stuff including up to all required lead cleaning the

site etc. complete for all lifts and strata as specified and direction of

engineer incharge. In all sorts of soil and soft murrum (GWSSB SOR

2022-23 Part 1-B Item No.1 Page 32)

a) Upto 1.50 mt depth 5.00 Cu.m 89.00

b) 1.5 mt to 3 mt depth 5.00 Cu.m 98.00

c) 3.00 mt to 4.50 mt depth 5.00 Cu.m 103.00

d) 4.50 mt to 6.00 mt depth 5.00 Cu.m 109.00

Extra rate over item of excavation of earth for excavation of asphalt

pavement/RCC of thickness up to 0.20 meter including demolishing

the asphalt carpet, metal, soiling /cutting reinforcement etc.comp.

with stacking the material as directed. (based on previously approved

rate by CE sir (AMC Drainage SOR Jan-2016) and As per Road

Project Rate W/O GST

a) up to 0.20 meter thickness (By Manual) 10.00 Smt. 71.10

Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter

b) machine including cost of operator, fuel, & transportation etc 10.00 Smt. 177.76

0.30 meter & above (By any type of Breaker Machine or

c) R.C.C.Cutter machine including cost of operator, fuel, & 10.00 Smt. 311.08

transportation etc complete.

Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth

14 consolidating each disposited layer by ramming and watering. (Based 300.00 Cu.m 129.10

on R & B Ahmedabad City SOR 2023-24 Chapter-4 Item Code

Item No.4.12, Page No.48)

Filling in plinth with sand under floors including watering ramming

,consolidating and dressing complete.(Based on R & B Ahmedabad

City SOR 2023-24 Chapter-4 Item Code 04007A, Item No.4.24 , Page

Filling in foundation and plinth with murrum or selected soil in layers

of 20 cm. thickness including watering, ramming and consolidating

16 etc.complete (Based on R & B Ahmedabad City SOR 2023-24 200.00 Cu.m 286.20

Chapter-4 Item Code 04008A, Item No.0,Page No.48)

Filling in foundation and plinth with brick Bats Chhara in layers of

cm. thickness including watering, remming and consolidating etc.

complete (Based on R & B Ahmedabad City SOR 2023-24 Chapter-4

Item Code 04009A, Item No.0, Page No.48)

Refilling the pipeline trenches incl. ramming, watering , consolidating

desposal of surplus stuff as directed within a radius of 3 km. (GWSSB

SOR 2022-23 SECTION : 1 & 2.B - LABOUR Item No.14 Page

a Refilling as directed 10.00 Cu.m 22.00

--do-- with selected soil brought from outside including

Conveyance charge of earth, lime, murrum, building rubbish

manure, garbage, sludge, excavated rock, fly ash, aggregates of any

kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within

the work site is not payable. Note : Quantity Shoud not be more then

the quantity equal to excavation minus back filling. (no bulkage)

(Based on R & B Ahmedabad City SOR 2023-24 Statement 5 Item

Code 030201A2 Page No.6)

a) Lead up to1 Km. 10.00 Cmt 320.20

b) Lead From 1 Km to 2 Km. 10.00 Cmt 347.73

c) Lead From 2 Km to 3 Km. 10.00 Cmt 370.53

d) Lead From 3 Km to 4 Km. 5.00 Cmt 390.56

e) Lead From 4 Km to 5 Km. 5.00 Cmt 408.41

f) Lead From 5 Km to 10 Km. 5.00 Cmt 417.67

g) Lead From 10 Km to 15 Km. 5.00 Cmt 425.67

Extra rate over item of excavation of earth if excavation is to be done

in wet condition without resorting to pumping out incl. of bailing out

of water.(SOR-(Jan. 2016) Rates for work of Drainage / SWD pipe

line Drainage Work Item No.3 Page 1)

Cement Concrete (PCC)

Providing and laying cement concrete 1:3:6 (1- Cement : 3 - coarse

sand : 6 - hand broken stone aggregates 40 mm nominal size) and

21 curing complete excluding cost of formwork in (A) Foundation and 5.00 cu.m 2976.00

Plinth (Based on R & B Ahmedabad City SOR 2023-24 Chapter-5

Item Code 05003A, Item No.5.3.2, Page No.52)

Providing and laying cement concrete 1:4:8 (1- Cement : 4 - coarse

sand : 8- hand broken stone aggregates 40 mm nominal size) and

22 curing complete excluding cost of formwork in (A) Foundation and 5.00 cu.m 2653.67

Plinth (Based on R & B Ahmedabad City SOR 2023-24 Chapter-5

Item Code 05004A, Item No.5.3.3, Page No.52)

Providing and laying cement concrete 1:5:10 (1-Cement:5-Coarse

sand:10- hand broken stone aggregates 40 mm nominal size) and

23 curing complete excluding cost of formwork in (A) Foundation and 5.00 cu.m 2492.51

Plinth (Based on R & B Ahmedabad City SOR 2023-24 Chapter-5

Item Code 05006A,Item No.5.3.4, Page No.52)

Providing and laying cement concrete work 1:2:4 (1-Cement: 2-

Coarse sand:4-graded stone aggregates 20mm nominal size) and

curing complete excluding cost of formwork and rein for cement for

24 reinforced concrete work in (A) Foundations, footings , Base or 5 cu.m 3923.53

columns and Mass concrete (upto 10 ton) (Based on R & B

Ahmedabad City SOR 2023-24 Chapter-5 Item Code 05011AA, Item

No.5.4.1, Page No.53)

C.C. (M-15) (Based on GWSSB SOR 2022-23 Sec-1. C It.no.3 Pg

Providing and casting in situ C.C. in grade M-15 (approx. corresp. to

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS

456 2000 in masses by weigh batching ) using granite, quartzite trap

metal of size 6 mm to 20 mm for RCC work, including scaffolding

centering, form work, needle vibrated consolidation, curing comp. up

to 6 meter depth or height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining. (Based on GWSSB SOR

2022-23 Sec-1. C It.no.3 Pg No.43 )

1. Footing (without form work) 1.00 Cu. M 4732.00

2. Footing for column or foundation (with form work) 1.00 Cu. M 4906.00

Cement Concrete (RCC)

C.C. M-25 Control concrete for water retaining structures

(Based on GWSSB SOR 2022-23 Sec-1.C It no.3 Pg No.44)

Providing and cast in situ C.C. in grade M-25 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete (excluding

cost of reinforcement) with centering and shuttering/ deshuttering etc.

comp. up to 6 meter height /depth Av. G.L.for all water retaining

structures.Based on GWSSB SOR 2022-23 Sec-1.C It no.3 Pg No.44)

1. Bottom slab or floor slab with shuttering 1.00 Cu. M 8077.00

2. Bottom slab or floor slab – without shuttering 1.00 Cu. M 6705.00

10.Columns 1.00 Cu. Mt. 9195.00

Providing and laying in position Ready Mixed M200 grade concrete

for reinforcedcement conctere \work , using cement content as per

approved Design Mix manufactured in fully automatic batchingplant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforcedcement concrete work including

pumping of R.M.C. from transit mixer to siteof laying,excluding the

27 cost of centering shuttering finishing and reinforcement including 1.00 cu.m 4793.10

cost of admixtures in recommended proportions asper IS: 9103 to

accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer- in-

charge.Without FlyAsh (Min cement level as per latest IS 456 shall

be maintained) (Based on R & B Ahmedabad City SOR 2023-24

Chapter-5 Item Code 5055, Page No.66)

Providing and laying in position Ready Mixed M250 grade concrete

for reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforcedcement concrete work including

pumping of R.M.C. from transit mixer to site of laying,excluding the

28 cost of centering shuttering finishing and reinforcement including 1.00 cu.m 4853.56

cost of admixtures in recommended proportions asper IS: 9103 to

accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per directi on of the Engineer- in-

charge.Without FlyAsh (Min cement level as per latest IS 456 shall

be maintained) (Cement level 450 kg ) (Based on R & B Ahmedabad

City SOR 2023-24 Chapter-5 Item Code 5056, Page No.67)

Providing and laying in position Ready Mixed M 300 grade concrete

for reinforced cement conctere work , using cement content as per

approved Design Mix manufactured in fully automatic batching plant

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the

29 cost of centering shuttering finishing and reinforcement including 1.00 cu.m 5043.66

cost of admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (Cement level 475 kg) (Based on R & B Ahmedabad

City SOR 2023-24 Chapter-5 Item Code 5057, Page No.67)

Steel /Reinforcement bars

Supplying cutting, bending, binding and placing in position steel as

per plan and design and as per ISS 2502 including cost of steel and

30 binding wire for reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters.(Based on GWSSB SOR

2022-23 Sec-1.C It no.9 (9.4) Pg No.45)

9.4 Do - deformed (TMT) bars confirming to relevant IS Fe -500

grade for all diameters.

Providing form work of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

not exceeding 4M. and removal of the same for in situ reinforced

concrete and plain concretework in.(A)Foundations Footings Bases of

Columns etc. and Mass concrete.(Based on R & B Ahmedabad City

SOR 2023-24 Chapter-9 Item Code 09001AA, Item No. 9.1, Page

Providing form work of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

not exceeding 4M. and removal of the same for in situ reinforced

32 concrete and plain concrete work in. (B)Flat surfaces such as soffits 10.00 Sqm 252.00

of supspened floors slabs Landings and the like. (1) Floors etc. upto

200 mm in thickness. (Based on R & B Ahmedabad City SOR 2023-

24 Chapter-9 Item Code 09001B1A, Item No. 9.1, Page No.78)

Providing form work of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

not exceeding 4M. and removal of the same for in situ reinforced

33 concrete and plain concrete work in. (B)Flat surfaces such as soffits 10.00 Sqm 270.90

of suspended floor roof slabs Landings and the like.(2) Floors etc.

above 200 mm in thickness. (Based on R & B Ahmedabad City SOR

2023-24 Chapter-9 Item Code 09001B2A, Item No. 9.1, Page No.78)

Providing Dead Cantering using good quality Country Wood Planks,

wall Plate of required thickness and size including placing the nece.

supports of reqd. size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg. practice etc.

comp. as directed. (SOR - (Jan. 2016) Rates for work of Drainage /

SWD pipe line Drainage Work Item No.27 Page 5)

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

35 Cement Mortar 1:5. (1- Cement : 5 -fine sand) (A) Modular (Based 10.00 Cu.m 4345.02

on R & B Ahmedabad City SOR 2023-24 Chapter-6 Item Code

06001AA, Item No.6.12, Page No.70)

Extra for brick work in superstructure above plinth level upto floor

two level (A) Modular (Based on R & B Ahmedabad City SOR 2023-

24 Chapter-6 Item Code 06006A, Item No.6.19, Page No.71)

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm.in foundation and plinth in

37 Cement Mortar 1:5. (1- Cement : 5-fine sand) (B) Conventional 20.00 Cu.m 4011.66

(Based on R & B Ahmedabad City SOR 2023-24 Chapter-6 Item

Code 06001BA, Item No.6.12, Page No.70)

Extra for brick work in super structure above plinth level upto floor

two level (B) Conventional (Based on R & B Ahmedabad City SOR

2023-24 Chapter-6 Item Code 06006B, Item No.6.19, Page No.71)

Extra for brick work in super structure above floor two level Item

No.1(6.12) (B) Conventional (Based on R & B Ahmedabad City SOR

2023-24 Chapter-6 Item Code 06007A2A, Item No.6.2, Page No.71)

Providing 15 mm thick cement plaster in single coat on Rough

(Similar) side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement mortar 1:3

40 (1- cement:3-sand) finishing with a floating coat of neat cement 100.00 Sq.m 222.56

slurry. (Based on R & B Ahmedabad City SOR 2023-24 Chapter-17

Item Code 17002A, Item No.17.6 + Item Code 17004A, Item

20 mm thick sand faced cement plaster on walls upto height

metres above ground level consisting of 12 mm thick backing coat of

C.M. 1:3 (1-cement: 3-sand) and 8 mm thick finishing coat of

C.M.1:1 (1-cement: 1-sand) etc. complete.(Based on R & B

Ahmedabad City SOR 2023-24 Chapter-17 Item Code 17009, Item

No.17.95, Page No.130)

Providing and supplying Lowering, laying and jointing ISI marked

only standard length StonewaRe pipes in standard lengths of

following class and diameter with cement joints in C.M.1:1

proportion in proper position, grade and alignment at all level as

directed by Engineer- in-charge including conveyance from stone to

site of work, Jointing material etc. comp. including all taxes

,insurance , transportiton, fright charges, octroi , inspection charges,

loading, unloading, conveyance to departmental stores , stacking

etc.complete (IS-651-1989) Class AA (GWSSB SOR 2022-23) Part-1

& 2A (Material Sec) It.No.11.1,Class A , Pg. No.17+(GWSSB SOR

2022-23) SECTION:1 & 2.B- LABOUR It.No.14, Pg.No.40

Providing and supplying ISI Standard R.C.C, pipes (of Sulphate

Resisting Cement) in standard lengths of following Class and

diameter suitable for either collar joints or rubber ring joints including

43 all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading , conveyance for departmental stores,

stacking etc.(GWSSB SOR 2022-23 MATERIAL SECTION :-1A

Item No.10.2.A Page No.15 & 16)

Note : One collar should be supplied with each full length plain ended

RCC pipe, cost included in rates below. One rubber ring should be

supplied with each full length socketed pipe, cost included in rates

Class NP3 Test Pressure 0.7 Kg/sq.cm

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charg including conveyance from

stores to site of work, labour, giving hydraulic testing as per ISI code.

(GWSSB SOR 2022-23 SECTION : 1 & 2.B - LABOUR Item

No.11.b Page No.39)

Class NP3 & NP4

Constructing Chamber of following size including excavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),

finished 15 mm thick cement plaster inside in CM 1:3, finishing with

45 cement slurry, Brick masonary in CM 1:5 & excluding the cost of

chamber seat cover etc..completed. (SOR - (Jan. 2016) Rates for work

of Drainage / SWD pipe line Drainage Work Item No.11 Page 2)

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter for

pipe dia <=150 mm.

Constructing Slab Type M.H. Chamber Of The Following Size

Including Excavation , Refilling , Brick Bats Cement Concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness

C.M., finished 15 mm thick cement plaster inside & outside (Only for

shaft) In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm Dia

M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm Staggered

46 Masonary In Cm 1:5, Rcc Slab In Cc 1:1.5:3 of thickness 15 C.M.,

Including Cantering & Reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear,

M.H. length should be parallel to the flow) (SOR - (Jan. 2016) Rates

for work of Drainage / SWD pipe line Drainage Work Item No.12

1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia <=230

Constructing Slab type M.H.Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm

thick cement plaster inside & outside (Only for shaft) in CM 1:3,

finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated

steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in

47 CC 1:1.5:3 of thickness 23 C.M., including Cantering &

reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but

excluding the cost of Manhole seat cover etc..completed. of Size

X 1.40 meter (Inside Clear , M.H. length should be parallel to the

flow, for pipe dia <= 800 mm) (SOR - (Jan. 2016) Rates for work of

Drainage/SWD pipe line Drainage Work Item No.14 Page 3)

a) 1.00 to 2.00 meter depth, (Slab at Ground level) 1.00 No 10177.68

Dismantling of existing Arch type manhole upto Arch and then

Const. Slab type manhole of following size incl. excavation , refilling

and & finished 15 mm thick cement plaster inside in CM 1:3,P/F

mm dia M.S. Steel HDPE coated steps 35 cm c/c at 35 cm staggered

48 in masonry CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including

Cantering & reinforcement as directed by engineer in charge. Rate

includes carting of debris and excavated soil (SOR-(Jan. 2016) Rates

for work of Drainage / SWD pipeline Drainage Work Item No.17

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M &

a) reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 1.00 No 5892.86

0 to 2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

c) reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 1.00 No 8080.36

0 to 2 mt depth (Slab at Ground level)

Constructing Bombay Pattern Type CatchPit of size 0.60 x 0.60 depth

upto1mt including excavation , B.B.C.C. (1:5:10), 23 cms thick brick

maso.wall in the prop.of CM (1:6) with 40 mm thick IPS flooring in

49 the prop M15 at bottom and 15 mm thick cement plaster inside the 5.00 No 3125.00

catchpit in the proportion of CM (1:3) without jali etc. comp. as

directed. (As per R.A. Based on Building SOR 2015-16) (AMC

Drainage SOR-Jan-2016)

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame

50 600 mm x 600 mm clear opening etc. comp. As directed by 5.00 No 1522.00

engineering charge.

Making connection to the ex.M.H.in running sewer incl. Dewatering

and other required machinery etc. of following dia pipes at any

51 convenient time. All damaged work shall be well repaired as per

instructions. etc..complete. (SOR - (Jan. 2016) Rates for work of

Drainage / SWD pipe line Drainage Work Item No.19 Page 4)

a) 150 mm to 300 mm dia. 1.00 No 1339.29

Barricading the entire break down or excavated area on rental basis

using wooden ballies/M.S.angles at max.2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to avoid accident & for

smooth traffic diversion & movement including cautionary board etc.

Item also includes for making temporary sufficient nos of lighting

arrangement through out the work with necessary required

arrangement. The same shall be removed after completion of

work.(Only for break down work from start to complete) (SOR-

(Jan.2016) Rates for work of Drainage/SWD pipe line Drainage

Work Item No.29 Page 6)

Demolition & Dismantling

Demolition incl. stacking of serviceable materials & disposal of

unserviceable materials with all lead and lift.

(i) R.C.C.Work (Based on R & B Ahmedabad City SOR 2023-24

Chapter-20 Item Code 20002, Item No.20.3, Page No.140)

(ii) Brick work and stone masonry in cement mortar (Based on R & B

b) Ahmedabad City SOR 2023-24 Chapter-20 Item Code 20003B, 100.00 Cu.m 544.95

20.11, Page No.140)

Dismentaling tiled of stone floors laid in mortar including stacking of

serviceable materilas and disposal of unserviceable materials with all

lead and lift. (Based on R & B Ahmedabad City SOR 2023-24

Chapter-20 Item Code 20005, 20.23, Page No.140)

Dewatering by pumping set (GWSSB SOR 2022-23 Sec-E Item no.1

Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position

including all accessories, and fuel and labour etc.complete.

Pump set of Capacity 400.00 HP/Hr. 18.32

Hiring and operating the 20 KV 3 Phase Electric Generator for

operating desilting machinery, and lighting and other requirements

55 with Arranging diesel to run the D.G. Set Do As Directed. 8 Hrs 5.00 Shift 2500.00

Shift. (No payment should be allowed for non working condition of

machinery ) (Based on Previously approved rate by C E sir )

Hiring and operating the 60 KV 3 Phase Electric Generator for

operating desilting machinery and lighting and other requirements

56 with Arranging diesel to run the D.G. set Do As Directed. 8 Hrs 1.00 Shift 8400.00

Shift.(No Payment should be Allowed for non workinh Condition of

machinery) (Based on Previously approved rate by C E sir)

Hiring of Tractor with trolley considering 8 hrs. as working day hours

57 incl. Driver (GWSSB SOR 22‐23 It.No.7 Pg.no.105 Part.2 E. misc) 5.00 Day 2104.09

Providing & Supplying JCB Machine on rental basis in case of

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking of

58 useful & non-useful materials separately up to store. (No payment 50.00 Hour 535.71

should be allowed for non working condition of machinery and for

pipe line excavation and laying work) (SOR - (Jan. 2016) Rates for

work of Drainage / SWD pipe line - Machinery Item No.4 Page no.7)

Providing & Supplying Hitachi Machine -110 capacity on rental basis

in case of emergency situation and break down type work & also

during unavoidable condition as per instruction of engg.incharge , rate

59 includes all nece. shifting, fuel andoperating charges . (No payment 10.00 Hr 1785.71

should be allowed for non working condition of machinery ) (SOR -

(Jan. 2016) Rates for work of Drainage / SWD pipe line - Machinery

Item No.5 Page no.7)

Providing & Supplying Hitachi Machine -200 capacity on rental basis

in case of emergency situation and break down type work & also

during unavoidable condition as per instruction of engg.incharge , rate

60 includes all nece. shifting, fuel and operating charges. (No payment 5.00 Hr 2410.71

should be allowed for non working condition of machinery ) (SOR -

(Jan. 2016) Rates for work of Drainage / SWD pipe line - Machinery

Item No.6 Page no.7)

Providing & Supplying Any Type Of Hitachi Machine capacity on

rental basis in case of emergency situation and break down type work

61 & also during unavoidable condition as per instruction of 5.00 Hr 1400.00

engg.incharge , rate includes all nece. shifting, fuel and operating

charges.As Per Market Rate.

Providing & Supplying hydra carne Machine of 12 tone capacity on

rental basis in case of emergency situation and break down type work

& also during unavoidable condition as per instruction of engg.

incharge , rate includes all nece. shifting, fuel and operating charges . Per 8 Hr

(No payment should be allowed fornon working condition of Shift

machinery) (Based on central work shop rate ) (SOR - (Jan. 2016)

Rates for work of Drainage /SWD pipe line - Machinery Item No.7

Supplying electric breaker machine for RCC slab or asphalt

demolishing work on site by using operator, fuel, power supply

etc.complete as directed. (no payment should be allowed for non

63 working condition of machinery and for pipe line excavation 5.00 Shift 1071.43

and M.H. work. Allowed only for break down work) (SOR - (Jan.

2016) Rates for work of Drainage / SWD pipeline - Machinery Item

No.9 Page no.7)

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt

Demolishing Work on site by using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be allowed for non

64 working condition of machinery and for pipe line excavation and 10.00 Hour 535.71

M.H. work. Allowed only for break downwork) (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line - Machinery Item No.10

Providing & Supplying JCB Breaker Machine on rental basis for

demolish RCC , asphalt etc.demolition type work & also during

unvoidable condition as per instruction of engg, incharge , rate

includes all nece. shifting , fuel and operating charges.

Supplying, labour for break down repairing work for activities like

66 excavation, disliting, removing debris from trench backfilling

etc.comp. as directed by Eng.in charge.

Mazdoor At Day/Night (Ahmedabad City SOR-2023-24,Page No.39,

Sr.no.1065, Code L037)

Makadam/supervision at day/Night (Ahmedabad City SOR-2023-24,

Page No.39, Sr.no.1058, Code L029)

Providing and fixing MS powder cotting jali As per Engineering

incharge as per RA

Structural steel work (Confirming to IS 4923-1997) riveted, bolted or

welded in builtup for all type sections , in framed work, including

cutting , hoisting, fixing in position and applying a priming coat of

68 approved steel primer all complete as per the structural designs and 100.00 Kg 126.68

directions of Engineer in charge.Column (122 x 61 x 3.6 mm) (Based

on R & B Ahmedabad City SOR 2023-24 Chapter-20 Item Code

20054, Page No.148)

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

M.S. Angle posts 40mm x 40 mm x 6 mm and oil painting 3 coats

fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

69 strained and fixed to posts with G.I, staples including fixing the 10.00 Rmt 385.40

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc

complete.(Based on R & B Ahmedabad City SOR 2023-24 Chapter-

22 Item Code 22001, Item No.22.2, Page No.156)

Carting and Fixing M.H. Chamber or Catchpite Seat and Cover in

line and level to match exisisting road level in CC 1:2:4 and finishing

70 smooth, watering and protecting for 7 days etc. complete as 2.00 No. 750.00

directed.M.H. seat cover will be supplied by A.M.C.(from any store)

(AMC Drainage SOR Jan-2016)

Providing F.R.C. MH seat cover incl. carting to the work site

71 etc.comp. Directed.(Based On Rate Of Central Store Circular

(SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole

Covers & Frames- 560mm ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

(SET cover and frame) F.R.C. Medium Duty [MD-10] Chamber

Covers & Frame- 600 x 450 mm clear opening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 :

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Add.City Engineer

Mobile no. (South Zone)